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<br />1-STORY STEMWALL SCHEDULE
<br />
<br />STEMWALL
<br />HEIGHT (h)
<br />
<br />FOOTING DIMENSION
<br />d b
<br />
<br />NUMBER/SIZE OF BARS
<br />
<br />LAT.
<br />
<br />MAXIMUM
<br />F.C. SPACING (O.C.)
<br />IN STEM WALL
<br />
<br />0'-0"-4'-0"
<br />
<br />10"
<br />
<br />16"
<br />
<br />4'-8" - 6'-0"
<br />
<br />20"
<br />
<br />W/ (3) #5 BARS
<br />W/ (3) #5 BARS
<br />
<br />210#
<br />
<br />4'-0"
<br />
<br />TYP.@ ~
<br />ALL CORNERS .~~_/
<br />
<br />10"
<br />
<br />127.2#
<br />
<br />6'-8"
<br />
<br />6'-8" - 8'-0"
<br />
<br />24"
<br />
<br />W/ (3) #5 BARS
<br />
<br />2'-0"
<br />
<br />12"
<br />
<br />374#
<br />
<br />NOTE:
<br />
<br />1, VERTICAL REINFORCING IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS,
<br />BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE.
<br />
<br />REBAR NUMBER/SIZE
<br />
<br />BLOCK WALL
<br />(1) #5 CONT. TIED
<br />TO EACH VERT.
<br />, REINF. BAR
<br />
<br />
<br />: i~I:~imii~~:~61~ ~~NT.
<br />, ~BAR
<br />, ,'..,'. ~~ ~I~~PACTED CLEAN
<br />
<br />)':m ,Y~~~~ ~~,~~DULE
<br />STEM WALL FTG.
<br />
<br />h"
<br />
<br />l-STORY
<br />
<br />SCALE: N.T.S.
<br />
<br />NOTE:
<br />REFER TO DETAIL 34/5-1
<br />FOR TYP, STEP FTG.
<br />
<br />* NOTE:
<br />
<br />FILLED CELL SPACING AND FOUNDATION SIZES
<br />WILL VARY BASED UPON THE HEIGHT OF THE
<br />STEM WALL. SEE SCHEDULE ON THIS SHEET FOR
<br />REINFORCING AND FOUNDATION SIZES REQUIRED.
<br />
<br />NOTE: CONTRACTOR IS RESPONSIBLE FOR BRACING OF
<br />STEMWALL DURING UNEVEN BACKFILL CONDITION
<br />
<br />SINKS
<br />
<br />3" VTR
<br />
<br />
<br />NOTE: MAXIMUM HT OF STEM WALL
<br />@ 8'-0"
<br />
<br />3" VTR
<br />
<br />"..,v
<br />
<br />TUB
<br />W/C)
<br />LAV
<br />~
<br />2" /
<br />
<br />TO SAN. SEWER
<br />
<br />PLUMBING RI6ER
<br />NTS.
<br />
<br />~------------------------------------
<br />
<br />'1
<br />00
<br />L()
<br />
<br />8'-8"
<br />
<br />15'-0"
<br />
<br />f3\ 40'-0"
<br />~-y
<br />
<br />~
<br />
<br />5'-8"
<br />
<br />10'-8"
<br />
<br />~
<br />
<br />l
<br />
<br />~
<br />
<br />16'-4" l
<br />
<br />15'-8"
<br />
<br />l
<br />
<br />8'-0"
<br />
<br />'1
<br />o
<br />M
<br />
<br />:5 4" CONC. SLAB
<br />CJ) WITH 8" THKN 9 f5J
<br />3'-8" 5'-4" 4'-6" 1= 14'-4" EDGE M ~tn ~ 3'-0" 4'-0" 5'-2"
<br />
<br />---------- ___~~QQ~_9P~~__ --------------------- -~- - )J~~_Q9~~?~~_____ -- --~-~-t----- -------------------------------,
<br />
<br />.. / *' / / ~ r: / / / :J( / / ~ / /,v / /. ttI/ y * / / .. / ,*V ~ ~ 1/ / /k" / / .,
<br />
<br />/ r-------- __________________________________________ ___________________ --------1----- ---------------------------, /
<br />/ 11/2 X 5 1/2 " RECESS : I W'DOW OP'G /
<br />/ @ SGD ff5\ i I V1\ /
<br />~ VjNDICI\TES FILLED CELL ~ 9: I \2Y ~
<br />W/30PO PSI CONC, GROUT I'- I /
<br />/ FROM FTR. TO BEAM NOTE: THICKENED FOOTING ~: I
<br />/ W/ H 5 REBAR VERT. REINFORCING TO BE CONTINUOUS ------.:. ~ // :
<br />/ ABOV SLAB. TYPICAL THRU PAD FOOTING TYP. U.N.O. ~ 8SS (OE.l \ 1 / :
<br />6 : @ ALL PLACES SHOWN ~.~ ~ ~ :
<br />7": HOOK~D FTG. DOWELS 17" "'-'" ~ --/
<br />/ : EMBEDMENT W/ 25" ,"'" '"""'" /
<br />~ / : EXT. P BOVE SLAB I 2'6" X 2'6" X 1'0"
<br />~ ~ : 4" 3000 P61 CONC. 6~AB WI f1O\; W/ (3) #5 EW. BOT. ~
<br />~ i ~ i 6X6 10110 W W M Cl-iAI~ 6UPPORTED \2Y! j
<br />: La : PER FBC, OvER 6 MIL Vl6QUEEN I ~
<br />: 7 vAPOR BARRIER ~ Tr;~EATED FOR TERMITE6 I LI:\n-L2~
<br />: ~ NOTE: PLUMBER TO VERIFY LAYOUT & DVlrv SIZES I....J ~ /
<br />: '* BEFORE CO~STRUCTION BEGINS , II~: i /
<br />: / 3::: ~
<br />I M, I ALL FOOTTINGS I ~I
<br />'/ 'ZI
<br />1 ~ L() MIN. 12" BELOW GRADE I: /
<br />/ N I~: / I
<br />/ Itn: / i
<br />00 ~ : 27'-10" I, i 12'-2"= : ~
<br />~ ............., 7" , l, : In...
<br />/------ I / : 19'-11" ~ 7'-11" ~ 4'-101h" 2'-8" 4'-7112" : 0
<br />~: "-----I--~,'1 '~~
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<br />/ :I'<'-~'/ ~ F ECESS@ENTRYI,::: I ~
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<br />: ? ::' ~ (0;,:: - SEE FLOOR ~ '" : / "', : /'~ I? '1 ~
<br />: ~~'-:;.~~~ y:;.~*, ;f;AJ;~~~;;c: ;~~ ~10-/-/:~-;~ ~ f?: ~ FOR ELEV I ONLY ~ V M
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<br />
<br />: ~ -_/ I' -------------':N N 3'-8" 4' 0" I 12'-4" /:
<br />I r or tn / 1 16" X 20" CONC. MONO. - /
<br />/ I ~ :5 /: V
<br />: (11 \ / 4" fJONC. SLAB h I 9 FTG. W/ (2) #5 RODS I, :~
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<br />: ., I / ~ 00 / : W'DOW OP'G : V
<br />1 j ~ I ~ ~ _ _ _ _ _ _ _ _ ~ /* --~-~---------------r~~; ;~~,~
<br />: / ~ : / 1 :' ----- -:------------------------------
<br />: ~ : ~ : 1 j : f3\ ~uum_\
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<br />:/: :j( '1 ~
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<br />J ~ T - - - - - - - - I - - - - - - - - --L -; ~ ~~ ~~" X 12" DEEP
<br />HOSEI / 1 I / P D W/ (3) BARS
<br />BIB~ ~ ] I ~ E.N. BOTTOM
<br />._, .... 7 '1 2'-0" 10'-4"
<br />~ / : I (.) / 1(2'\ ~
<br />~ / ] @61 / I\S-l )
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<br />9 I~: I ~:'1
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<br />/ ~ -- ---- --------- ---- - --- --::l~/ :
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<br />
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<br />
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<br />
<br />12'-4"
<br />
<br />16'-0"
<br />
<br />7'-8"
<br />
<br />20'-0"
<br />
<br />20'-0"
<br />
<br />40'-0"
<br />
<br />FOUNDATION PLAN
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<br />
<br />SHEET NO.
<br />
<br />OF
<br />
<br />25
<br />
<br />LAST PLOT DATE
<br />May 09, 2005
<br />
<br />FOUNDATION
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